HomeMy WebLinkAboutT-3430203COMBINED SERVICE /BBS
CABINET 'I RR CABINET
TYPE P CONTROLLER
CABINET
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FRONT VIEW
Shim to lumb- Shim to lumb Shlm to plumb
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#4 hoops \I
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diameter plastic drain (one per cabinet)
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Horizontal
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3 — #4 Reinforcing Bar
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COMBINED FOUNDATION
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REINF.
Combination
Service
Controller Cabinet BBS Cabinet
10" Width + 1" 10" Width
2
SIDEWALK
31"
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Note 5
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Horizontal
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COMBINED FOUNDATION
REINF.
BAR DIAGRAM
6 Pieces
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hoops \-3 — #4 Reinforcing Bar
(equal spaces)
ITS Cabinet I
10" Width + 1" 110"
PLAN VIEW
COMBINED CONTROLLER/BBS /RAPID RIDE CABINET FOUNDATION
I�12" �,— CONDUIT,
-- MEASUREMENTS
"jl ARE TO CENTER
M N N �+TS 9.5" i OF CONDUIT
Ali TO 25-TAI VAULT
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SIDEWALK
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PLAN VIEW
RAPIDRIDE CABINET
NTS
NOTES
1. WHERE FOUNDATION PAD IS LOCATED WITHIN A SIDEWALK, CONSTRUCT PAD TOP FLUSH WITH
SIDEWALK GRADE, OMITTING CHAMFER WHERE TOP AND SIDEWALK ABUT. MOUNT TOP SHALL BE
FINISHED BY A CONCRETE CONTRACTOR AND SHALL MEET THE REQUIREMENTS OF SECTION 8 -14.3 IN
THE WSDOT STANDARD SPECIFICATIONS.
2. PAD MOUNT DESIGN IS TYPICAL. SEE PLANS FOR TOTAL NUMBER OF CABINETS TO BE INSTALLED AT
EACH LOCATION.
3. PLACE SILICONE SEAL BETWEEN THE FOUNDATION AND CABINET.
4. ANCHOR BOLTS AND THEIR SPACING TO BE SUPPLIED BY CABINET MANUFACTURER AND SUBMITTED
TO THE ENGINEER FOR APPROVAL.
5. CONDUIT SIZES /QUANTITIES FOR THE CONTROLLER AND ITS CABINETS SHALL BE INSTALLED PER THE
CONTRACT PLANS, PLUS ONE 2" SPARE CAPPED OUT PAST THE FOUNDATION.
6. CONCRETE SHALL BE CLASS 3000.
7. 2" CONDUIT SHALL BE PLACED FROM THE BBS TO THE CONTROLLER CABINET, AND FROM THE BBS
TO THE ITS CABINET.
8. EACH CABINET SHALL HAVE A %" DIAMETER PLASTIC DRAIN PIPE.
9. LOCATE CONDUITS CENTRALLY WITHIN THE CABINETS.
10. WHERE CABINETS ARE TO BE INSTALLED AND SPACE ALLOWS, A COMBINED FOUNDATION SHALL BE
USED.
11. SEE PLANS FOR LOCATION AND ORIENTATION IN RELATION TO TRAFFIC SIGNAL, ELECTRICAL SERVICE
AND IRRIGATION CABINETS.
12. INSTALL THE KING COUNTY METRO FURNISHED 336A CABINET ON THE NEW FOUNDATION. THE FRONT
DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN ON THE PLANS. SEE PLAN SHEETS FOR
RAPIDRIDE (RRIDE) CABINET LOCATION.
13. THE CABINET FOUNDATION SHALL BE CLASS 3000 CONCRETE.
14. INSTALL #4 REBAR AT THE CORNERS OF THE CABINET FOUNDATION. THE REBAR SHALL EXTEND 12"
INTO THE CABINET PAD IF ONE IS INCLUDED. THE REBAR IS NOT REQUIRED FOR CABINETS INSTALLED
INTO EXISTING SIDEWALK OR ASPHALT PAVEMENT.
15. ANCHOR BOLTS AND DATA FOR SPACING SHALL BE SUPPLIED BY THE CABINET MANUFACTURER.
16. IF CABINET IS INSTALLED IN EXISTING SIDEWALK OR ASPHALT PAVEMENT, THE CABINET FOUNDATION
SHALL EXTEND 18" BELOW FINISHED GRADE AND THE FULL CABINET PAD IS NOT REQUIRED.
17. SEAL CABINET TO FOUNDATION WITH GRAY OR CLEAR SILICON TO PREVENT MOISTURE FROM ENTERING
THE CABINET.
BID
T=3430203 DOCUMENTS
SURVEYED: KPG _- 263
P' Fq 4 ]KIP� di RAINIER AVENUES SR 167 DRAWING NO. G
�° wASSq DRAWN BY: JM CITY OF RENTON ( > - - - - --
° S GRADY WAY TO S 2ND ST PROJECT NO. ED40334430
� P'. DESIGN BY: JF FEHR SZ PEERS 753901 AveN 2562Jeflerson Ave Publc `NOrxS Deportment FED AID NO. CM0167t049)
CHECK BY: __ JF TRANSPORTATION CONSULTANTS Sea&,WA93109 Tacana, WA 99402
(206)2861640 (253)627 -0720 APP DFORCONSTRUCTION SIGNAL DETAILS
<c 6 TcaE° �°' PROJ MGR: TN s ie 11 Av. 'e' �� a DATE - NOV2o11-
fs'S��N/IENG`a � i'sie free ^°,'G a`G` "" waw'kpg.mm BY: DATE: / SHEET NO. 263 OF 304
NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DSIG01.dwg ��2
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